References
- Aguirre-Pe, J., Olivero, M.L., Moncada, A.T., 2003. Particle densimetric Froude number for estimating sediment transport. Journal Hydraul. Eng., 129, 6, 428–437.
- Breusers, H.N.C., Nicollet, G., Shen, H.W., 1977. Local scour around cylindrical piers. Journal of Hydraulic Research, 15, 3, 211–252.10.1080/00221687709499645
- Bunte, K., Abt, S.R., 2001. Sampling surface and subsurface particle-size distributions in wadable gravel-and cobble-bed streams for analyses in sediment transport, hydraulics, and streambed monitoring. Gen. Tech. Rep. RMRS-GTR-74. US Department of Agriculture, Forest Service, Rocky Mountain Research Station, Fort Collins, CO, 428 p. 74.
- Cea, L., Puertas, J., Pena, L., 2007. Velocity measurements on highly turbulent free surface flow using ADV. Experiments in Fluids, 42, 3, 333–348.
- Dey, S., Barbhuiya, A.K., 2004. Clear-water scour at abutments in thinly armored beds. Journal of Hydraulic Engineering, 130, 7, 622–634.
- Dey, S., Raikar, R., 2007. Clear-water scour at piers in sand beds with an armor layer of gravels. Journal of Hydraulic Engineering, 133, 703–711.
- Ettema, R., Braileanu, F., Muste, M., 2000. Method for estimating sediment transport in ice-covered channels. Journal of Cold Regions Engineering, 14, 3, 130–144.10.1061/(ASCE)0887-381X(2000)14:3(130)
- Ettema, R., Kempema, E.W., 2012. River ice effects on gravel bed channels. In: Church, M., Biron, P.M., Roy, A.G. (Eds.): Gravel-Bed Rivers: Processes, Tools, Environments. Wiley, pp. 523–540.
- Froehlich, D.C., 1995. Armor limited clear water construction scour at bridge. Journal of Hydraulic Engineering, ASCE 121, 490–493.
- Guo, J., 2012. Pier scour in clear water for sediment mixtures. Journal of Hydraulic Research, 50, 1, 18–27.10.1080/00221686.2011.644418
- Hager, W., 1999. Wastewater Hydraulics: Theory and Practice. Springer, Berlin, New York.
- Hains, D.B., Zabilansky, L.J., (2004). Laboratory test of scour under ice: Data and preliminary results. U.S. Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire, Technical Report TR-04-9 (http://www.crrel.usace.army.mil/techpub/CRREL_Reports/reports/TR04-9.pdf).
- Hains, D., Zabilansky, L.J., Weisman, R.N., 2004. An experimental study of ice effects on scour at bridge piers. In: Cold Regions Engineering and Construction Conference and Expo, Edmonton, Alberta, 16–19 May 2004.
- Khwairakpam, P., Ray, S.S., Das, S., Das, R., Mazumdar, A., 2012. Scour hole characteristics around a vertical pier under clear water scour conditions. ARPN J. Eng. Appl. Sci, 7, 6, 649–654.
- Kothyari, U.C., Garde, R.C.J., Ranga Raju, K.G., 1992. Temporal variation of scour around circular bridge piers. Journal of Hydraulic Engineering, 118, 8, 1091–1106.
- Li, S.S., 2012. Estimates of the Manning’s coefficient for ice-covered rivers. In: Proceedings of the Institution of Civil Engineers-Water Management, Vol. 165, No. 9, pp. 495–505. Thomas Telford Ltd.
- Mao, L., Cooper, J., Frostick, L., 2011. Grain size and topo-graphical differences between static and mobile armour layers. Earth Surface Processes and Landforms, 36, 10, 1321–1334.
- Mays, L.W. (Ed.), 1999. Hydraulic Design Handbook.
- McGraw-Hill Professional Publishing, New York.
- Melville, B.W., Raudkivi, A.J., 1977. Flow characteristics in local scour at bridge piers. Journal of Hydraulic Research, 15, 4, 373–380.10.1080/00221687709499641
- Melville, B.W., Sutherland, A.J., 1988. Design method for local scour at bridge piers. Journal of Hydraulic Engineering, 114, 10, 1210–1226.
- Melville, B.W., Coleman, S.E., 2000. Bridge Scour. Water Resources Publications.
- Muzzammil, M., Gangadhariah, T., 2003. The mean characteristics of horseshoe vortex at a cylindrical pier. Journal of Hydraulic Research, 41, 3, 285–297.10.1080/00221680309499973
- Raudkivi, A.J., Ettema, R., 1983. Clear-water scour at cylindrical piers. Journal of Hydraulic Engineering, 109, 3, 338–350.
- Raudkivi, A.J., Ettema, R., 1985. Scour at cylindrical bridge piers in armored beds. J. Hydraul. Eng., 111, 4, 713–731.
- Richardson, E.V., Harrison, L.J., Richardson, J.R., Davis, S.R., 1993. Evaluating Scour at Bridges. Report No. HEC 18. 2nd edition. Federal Highway Administration, Washington, DC.
- Sui, J., Wang, D., Karney, B., 2000. Sediment concentration and deformation of riverbed in a frazil jammed river reach. Canadian Journal of Civil Engineering, 27, 6, 1120–1129.10.1139/l00-038
- Sui, J., Wang, J., Yun, H.E., Krol, F., 2010. Velocity profiles and incipient motion of frazil particles under ice cover. International Journal of Sediment Research, 25, 1, 39–51.
- Török, G.T., Baranya, S., Rüther, N., Spiller, S., 2014. Laboratory analysis of armor layer development in a local scour around a groin. In: Proceedings of the International Conference on Fluvial Hydraulics River Flow. EPFL, Lausanne, Switzerland, pp. 3–5.
- Wang, J., Shi, F., Chen, P., Wu, P., Sui, J., 2015. Impacts of bridge abutments on the critical condition for initiation of ice cover – an experimental study. Journal of Hydrology and Hydromechanics, 63, 4, 327–333.
- Wang, J., Hua, J., Sui, J., Wu, P., Liu, L., Chen, P., 2016. The impacts of bridge pier on ice jam evolution – an experimental study. Journal of Hydrology and Hydromechanics, 64, 1, 75–82.
- Wu, P., Hirshfield, F., Sui, J., Wang, J., Chen, P.P., 2014. Impacts of ice cover on local scour around semi-circular bridge abutment. Journal of Hydrodynamics, 26, 1, 10–18.10.1016/S1001-6058(14)60002-0
- Wu, P., Hirshfield, F., Sui, J., 2015. Armour layer analysis of local scour around bridge abutments under ice cover. River Research and Applications, 31, 6, 736–746.
- Zabilansky, L.J., Hains, D.B., Remus, J.I., 2006. Increased bed erosion due to ice. In: Current Practices in Cold Regions Engineering, pp. 1–12.
- Zhang, H., Nakagawa, H., Mizutani, H., 2012. Bed morphology and grain size characteristics around a spur dyke. International Journal of Sediment Research, 27, 2, 141–157.10.1016/S1001-6279(12)60023-7